Uttar Pradesh Projects Corporation Limited has published Tender For Sports Infrastructure Development Of Digvijaynath Higher Secondary College At Mahrajganj. Submission Date for this Tender is 24-04-2023. Building Work Tenders in maharajganj Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Apr-2023 | Corrigendum_2 | Date | 24-04-2023 |
| Sl. No. | Item Description |
| 1 | Development Of Spors Infractuer at Digivijaynath Inter Colledge Maharajganj |
| 2 | Cost of Earthfilling |
| 3 | Cost of Internal Roads |
| 4 | Cost of Internal Roads With 125Mm Gsb And 150Mm M-30 Grade Pqc Onpavement Area (1824.86 SQM) |
| 5 | Supplying & Laying of P.C.C. in 1:4:8 (1 Cement :4 Coarse sand: 8 stone aggregate 40 mm nominal size in base includinmg supply of all material labour T&P etc. |
| 6 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 7 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 9 | DEVLOPMENT OF COURTS |
| 10 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 11 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 12 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). |
| 13 | Installation of turf with materia and line marking |
| 14 | Cost of Front Fencing Module |
| 15 | Construction of Drain of size of 300mm wide and 450mm depth in all terrain inlcuding the cost of all the civil works, sloping at appropriate levels and FRP drain cover of thickness 20-30mm in pattern and shade approved fom Architect in charge |
| 16 | Development of Kabaddi Court |
| 17 | Levelling with average 0.3 mtr cutting & filling with 5 km carted earth- on plot area as and where required |
| 18 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. |
| 19 | Development of Shooting Range |
| 20 | Levelling with average 0.3 mtr cutting & filling with 5 km carted earth- on plot area as and where required |
| 21 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. |
| 22 | BULLET TRAP WALL (21.27 M X 4 M) |
| 23 | DEVELOPMENT OF PLATFORM FOR SHOT PUT AND DISCUSS THROW |
| 24 | Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches |
| 25 | Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work |
| 26 | Brick work with class 150 bricks in foundation & plinth in cement mortar 1: 4(1 cement : 4 coarse sand) including all materials, labour, proper curing and T & P etc. required for proper completion of work as directed by Engineer - in -charge. |
| 27 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm |
| 28 | (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer"s standard dilution) |
| 29 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Including supply of all materials, water proofing compound, labour T&P etc. complete. |
| 30 | DEVELOPMENT OF CRICKET PRACTICE PITCH |
| 31 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 32 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. |
| 33 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). |
| 34 | DEVLOPMENT OF BOUNDRY WALL MODUEL I&II |
| 35 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. |
| 36 | (SOR 251) |
| 37 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 38 | (PWD 253) |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1.4.8 (1 Cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 40 | (S.O.R. 281) |
| 41 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 42 | As in item 4 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) (A.R.) |
| 43 | As in item 4 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete) (A.R.) |
| 44 | As in item 4 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) A.R. |
| 45 | Brick work with class 150 bricks infoundation and plinth in Cement Coarse sand ( 1 Cement : 6 Coarse sand) including supply of all materials, labour, T & P and curing etc. required for proper completion of the work |
| 46 | A.R. |
| 47 | First class brick work in 1:6 Cement Coarse sandin mortar in super structure including supply of all materials labour and tools and plants etc. required for proper completion of the work. including necessarycutting and mouldingofbrickworkas required andalsoincludinghoney combed brick work in thickness of wall more than 230 mm. |
| 48 | A.R. |
| 49 | Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. |
| 50 | DSR 5.22.6 |
| 51 | 12 mm cement plaster of mix : 1:6 (1 cement: 6sand) |
| 52 | A.R. |
| 53 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 54 | (DSR 13.45.1) |
| 55 | Cost of partition wall in Shooting range |
| 56 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. |
| 57 | (SOR 251) |
| 58 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 59 | (PWD 253) |
| 60 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work up to plinth level. 1.4.8 (1 Cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 61 | (S.O.R. 281) |
| 62 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 63 | As in item 4 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) (A.R.) |
| 64 | As in item 4 abovebut inColumn withapproved stone ballast.(Using1:1.5:3Mix concrete) (A.R.) |
| 65 | As in item 4 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) A.R. |
| 66 | Brick work with class 150 bricks infoundation and plinth in Cement Coarse sand ( 1 Cement : 6 Coarse sand) including supply of all materials, labour, T & P and curing etc. required for proper completion of the work |
| 67 | A.R. |
| 68 | First class brick work in 1:6 Cement Coarse sandin mortar in super structure including supply of all materials labour and tools and plants etc. required for proper completion of the work. including necessarycutting and mouldingofbrickworkas required andalsoincludinghoney combed brick work in thickness of wall more than 230 mm. |
| 69 | A.R. |
| 70 | Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. |
| 71 | DSR 5.22.6 |
| 72 | 12 mm cement plaster of mix : 1:6 (1 cement: 6sand) |
| 73 | A.R. |
| 74 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 75 | (DSR 13.45.1) |
| 76 | Trimix Flooring In Parking |
| 77 | Supplying and stacking at site: (Rates as per RMR attached) |
| 78 | G.S.B. - 90 mm to 45 mm |
| 79 | G.S.B. - 63 mm to 45 mm |
| 80 | Local Sand @ 25% of Item No. 3a (PWD-255) |
| 81 | Quarry Dust @ 22% of Item No. 3b |
| 82 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. (PWD-279) |
| 83 | Trimixing of the surface of the cement concrete laid.(M.R.) |
| 84 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1 |
| 85 | Using grade "A" sealing compound. |
| 86 | Interlocking Works (765.18 Sqm) |
| 87 | Exacavation in trenches for foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c withinalead of 50m. (PWD-251) |
| 88 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD-303) |
| 89 | Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. (PWD-275) |
| 90 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR-16.68) |
| 91 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR-16.69) |
| 92 | M.S. Gate 06 Meter |
| 93 | MS Gate (6M) |
| 94 | Providing and fixing Ball bearing hinge AB 50 ASU , AB 70 ASUUpper Hinges With Bearing And Support Galvanized bolt or weld on bearing hinges with L shape bracket suitable for heavy swing gates in SS having thickness 1-1.5mm |
| 95 | Providing and fixing Lower Hinge of 50&70mm dia in 270g/m2 galvanised MS finished having capacity of 600kg/pc |
| 96 | EXTERNAL ELECTRIFICATION FOR PROPOSED SPORT STADIUM |
| 97 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. |
| 98 | Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm diaG.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. |
| 99 | Supply and burying of 600mm X 600mm X 3 mm copper Plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I pipe and funnel for watering and one earthing lead ofone no. 8SWG copper wire in 15 mm dia G.I pipe up to switch board ( from appron to switch board the cost of G.I pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housingalternate layers of charcoal / coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. |
| 100 | Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 101 | Supply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects.. |
| 102 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 103 | Supply and fixing of one number 8 SWG G.I wire in 15mm dia. G.I pipe for earthing laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. |
| 104 | TOTAL OF SUB-HEAD I (UPPWD-2018) |
| 105 | SUBHEAD II-CABLES |
| 106 | UPPWD-2018 |
| 107 | Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. |
| 108 | 400 sq. mm 3.5 core |
| 109 | 300 sq. mm 3.5 core |
| 110 | 240 sqmm3.5 core |
| 111 | 185 sqmm3.5 core |
| 112 | 150 sqmm3.5 core |
| 113 | 120 sqmm3.5 core |
| 114 | 95 sqmm3.5 core |
| 115 | 70 sqmm3.5 core |
| 116 | 50 sqmm3.5 core |
| 117 | 35 sqmm3.5 core |
| 118 | 25 sqmm3.5 core |
| 119 | 16 sqmm4 core |
| 120 | 10 sqmm4 core |
| 121 | 6 sqmm3 core |
| 122 | 4 sqmm3 core |
| 123 | 10 sqmm2 core |
| 124 | 6 sqmm2 core |
| 125 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire |
| 126 | 400 sqmm3.5 core |
| 127 | 300 sqmm3.5 core |
| 128 | 240 sqmm3.5 core |
| 129 | 185 sqmm3.5 core |
| 130 | 150 sqmm3.5 core |
| 131 | 120 sqmm3.5 core |
| 132 | 95 sqmm3.5 core |
| 133 | 70 sqmm3.5 core |
| 134 | 50 sqmm3.5 core |
| 135 | 35 sqmm3.5 core |
| 136 | 25 sqmm3.5 core |
| 137 | 16 sqmm4 core |
| 138 | 10 sqmm4 core |
| 139 | 6 sqmm3 core |
| 140 | 4 sqmm3 core |
| 141 | 10 sqmm2 core |
| 142 | 6 sqmm2 core |
| 143 | Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. |
| 144 | 400 sqmm |
| 145 | 300 sqmm |
| 146 | 240 sqmm |
| 147 | 185 sqmm |
| 148 | 150 sqmm |
| 149 | 120 sqmm |
| 150 | 95 sqmm |
| 151 | 70 sqmm |
| 152 | 50 sqmm |
| 153 | 35 sqmm |
| 154 | 25 sqmm |
| 155 | 16 sqmm |
| 156 | 10 sqmm |
| 157 | 6 sqmm |
| 158 | 4 sqmm |
| 159 | TOTAL OF SUB-HEAD II (UPPWD-2018) |
| 160 | SUBHEAD III-MAINL. T. PANELS |
| 161 | NON SCH. |
| 162 | L.T. PANEL |
| 163 | Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB"s to be used. |
| 164 | All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. |
| 165 | The minimum clearances between bus bars shall be as follows : |
| 166 | Phase to phase - minimum 20mm |
| 167 | Phase to neutral-minimum 15mm |
| 168 | Main Panel |
| 169 | Incoming : |
| 170 | One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity |
| 171 | One (1) No 160 Amp. 4P ATS |
| 172 | Metering : |
| 173 | 1 Set of CT"s one of 160/ 5Amp ratio for Multifunction Meter |
| 174 | One (1) Set of Phase Indication Lamp. |
| 175 | 1 NO 63A 4P MCCB & ON LOAD CHANGEOVER |
| 176 | Bus Bar : |
| 177 | One (1) No. 200 Amp. FP aluminimum bus bar of suitable length. |
| 178 | One (1) No. 63 Amp. FP aluminimum bus bar of suitable length. |
| 179 | Outgoing : |
| 180 | Phase indication lamps on each outgoing to be provided. |
| 181 | 100 Amps FP MCCB of 25KA (Ics=Icu)Breaking Capacity- 2 No |
| 182 | 40 Amps FP MCB of 10KA (Ics=Icu)Breaking Capacity- 2 No |
| 183 | 32 Amps DP MCB of 10KA (Ics=Icu)Breaking Capacity- 3 No |
| 184 | SPARE & SPACE- 1 No |
| 185 | Panel described as above |
| 186 | EXTERNAL LIGHTING PANEL |
| 187 | INCOMING |
| 188 | 1No. Of 32 Amps DP MCB of 10KA breaking capacity |
| 189 | Metering : |
| 190 | One (1) No. of Phase Indication Lamp each incoming |
| 191 | BUS BAR |
| 192 | 1 Set of 63 Amps DP Aluminium Bus Bars |
| 193 | OUTCOMING |
| 194 | 16 Amps DP MCB of 10KA breaking capacity- 5 No |
| 195 | SPARE & SPACE- 1 No |
| 196 | Panel described as above |
| 197 | TOTAL OF SUB-HEAD III(NON. SCH.) |
| 198 | SUBHEAD IV-MISCELLANEOUS |
| 199 | Providing, Laying and Fixing following Dia RCC Pipe NP 2 Class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 Cement : 2 fine sand)including trenching ( 75 cm) deep and refilling etc. as required. |
| 200 | 100mm dia |
| 201 | 150mm dia |
| 202 | Making of following size of Cable Chamber made of 230 mm thick brick work in cement mortar (1 cement : 6 sand) with PCC 100 mm thick PCC base plastering of inner and outer surface with cement mortar including providing of Heavy Duty C.I Cover complete with digging, refilling and removal of surplus soil complete as required. |
| 203 | 900 mm x 900 mmx 1000 mm deep |
| 204 | TOTAL OF SUB-HEAD IV (NON SCH.) |
| 205 | SUBHEAD V- SAFETY EQUIPMENTS |
| 206 | ProvidingandfixingMV danger notice plate of 200 mm x 150 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required. |
| 207 | ProvidingandfixingHT danger notice plate 250 mm x 200 mm made of mild steel at least 2mmthick &vitreousenamelledwhiteon bothsides and withinscription insignalred colouronfront side as required. |
| 208 | TOTAL OF SUB-HEAD V (DSR 2022 SCH.) |
| 209 | UPPWD-2018 |
| 210 | Supplying andFixing of Fire buckets, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge. |
| 211 | Supplying & Layingof 1800 mm x 900 mm X 12 mm thick chequered rubber matting of tested quality |
| 212 | Supply and fixing danger board fabricated from 10 gauge MS sheet as per IE Rules |
| 213 | S/F of shock treatment chart (prescribed under I.E.rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T & Pfor proper completion of work. |
| 214 | Supply and fixing of fire extinguishers, ABC Type 4.00 kg. capacity(ISI Marked IS : 15683 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 215 | Supply and fixing of CO2 typefire extinguishers, 4.50 kg. capacity(ISI Marked IS : 2878 & TAC approved)complete with initial charges and wall bracket, along with supply of all materials and labour for proper completion of work. |
| 216 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12 mm thik) having 3mm thikness with Single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect. |
| 217 | Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 watt. Confirming to IP 66 and above protection complete in all respect. |
| 218 | Supply & fixing of 25 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 4 mm. Top dia minium 150 mm, Bottom dia 460 mm base plate 32 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 8 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 8 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect |
| 219 | Supply and fixing of 6 Amp to 32 Amp DP MCB (10KA) (C curve) for poles |
| 220 | Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN complete in all respect. |
| 221 | 15 Amp SPN |
| 222 | Supply and fixing of Bakelite sheet 3 mm thick of suitable size & connector |
| 223 | Supply and fixing of LED Gate light fitting having die cast aluminium body and diffuser with driver set suitable for 6 watt to 10 watt. Confirming to IP 54 and above protection complete in all respect. |
| 224 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 400 Watt. Confirming to IP 66 protection complete in all respect. |
| 225 | Supplying, Installation and commissioning of AMF start silent type 62.5 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase 50 Hz 415 V alternator of 62.5 KVA rating at 0.8 power factor mounted on a common base frame, complete in all respects with all required safety devices, fittings, batteries, accessories, filters, residential type silencer, control panel, inbuilt diesel oil MS tank of 990 ltrs. capacity made of 2mm thick M.S. sheet complete with M.S. fuel piping, G.M. gate valves, supports, control cable between generating set and control panel, exhaust piping with asbestos roping, antivibration mounting pads, first filling of lubricant oil totally enclosed in air tight, dust proof, weather proof, powder coated cubical type, sound proof as per CPCB norms acoustic enclosure made of 2mm thick CRCA sheet with with heavy duty doors, lockable arrangement, sound proof insulation with high density rock/mineral polymer/fibre cloth and perforated CRCA sheets, suitable to reduce the sound level upto 75dba approx. at a distance of 1 mtrs. as per CPCB norms |
| 226 | AMF Panel Incoming-160 Amps FP MCCB of 25KA breaking capacity and contactor same rating |
| 227 | Complete with axial flow heavy duty exhaust fans for adequate ventilation exhaust of hot air etc including making of cement concrete foundation of 1: 2:4 (1 cement 2 sand and 4, 40mm graded stone aggregate) as per manufacturer recommendation complete as per specifications and conditions as required. (The diesel engine and alternator shall be so rated to deliver the specified output at site condition complete with control cable etc. as required. |
| 228 | Cost of lanscaping |
| 229 | Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). |
| 230 | Carrigae of sludge upto 5 K.M. |
| 231 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm |
| 232 | Carrigae of manure upto 5 K.M. |
| 233 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. |
| 234 | Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). |
| 235 | Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). |
| 236 | Holes 0.9 m dia. and 0.90 m deep. |
| 237 | Providing & stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 238 | Providing & stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35cm as per direction of the officer-in-charge. |
| 239 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). With grass Turf. |
| 240 | CONSTRUCTION OF UNDER GROUND SUMP |
| 241 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 242 | Extra for every additional lift of 1.5 m mtr 3.00 or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 243 | Extra for every additional lift of 3.00 m to 4.50 mtror part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 244 | Extra for every additional lift of 4.50 m to 6.00 mtror part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 245 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 246 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 247 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works above plinth level upto floor V level But for Slab |
| 248 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works above plinth level upto floor V level But for Beam |
| 249 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.All works upto plinth levelBut for Raft founation |
| 250 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 251 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 252 | Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 253 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 254 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 255 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. |
| 256 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applyingthe same from negative (internal) sidewith the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm |
| 257 | Cost of plumbing |
| 258 | Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. |
| 259 | up to 1.50 m depth |
| 260 | Pipes 80 mm to 300 mmdiameter |
| 261 | 1.50 m to 3.00 m depth |
| 262 | Pipes 80 mm to 300 mmdiameter |
| 263 | Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) |
| 264 | Depth not exceeding 1.5 meter |
| 265 | Depth 1.5 to3.00meter |
| 266 | Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. |
| 267 | 150 mm.dia. RCCPipes |
| 268 | 250 mm.dia. RCCPipes |
| 269 | 300 mm.dia. RCCPipes |
| 270 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design |
| 271 | 150 mm.dia. RCCPipes |
| 272 | 250 mm.dia. RCCPipes |
| 273 | 300 mm.dia. RCCPipes |
| 274 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. |
| 275 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 276 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 277 | (i) For Sewer Line |
| 278 | Extra for depth for manholes: |
| 279 | Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 280 | Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). |
| 281 | With common burnt clay FPS (non modular) bricks of class designation 75 |
| 282 | (i) For Sewer Line |
| 283 | Extra for depth for manholes: |
| 284 | Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 285 | Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 286 | COST OF EXTERNAL WATER SUPPLY WORKS |
| 287 | Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) |
| 288 | 80mm nominal bore. |
| 289 | 65mm nominal bore. |
| 290 | 50mm nominal bore. |
| 291 | 40mm nominal bore. |
| 292 | 32mm nominal bore. |
| 293 | 25mm nominal bore. |
| 294 | 20mm nominal bore. |
| 295 | Supplying and fixing of specials for pressure pipe. |
| 296 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. |
| 297 | 80mm nominal bore. |
| 298 | 65mm nominal bore. |
| 299 | 50mm nominal bore. |
| 300 | 40mm nominal bore. |
| 301 | 32mm nominal bore. |
| 302 | 25mm nominal bore. |
| 303 | 20mm nominal bore. |
| 304 | Providing and fixing of Garden Hydrant outlet consisting 1 no. 25mm dia Ball valve(Brass) of approved quality for connecting rubber hose, pipes and fittings complete as required |
| 305 | 25mm nominal bore. |
| 306 | Supply, installation, testing and commissioning of PGP Gear Driven Sprinkler with popup height of 4" & radius 4-5.8 m check valve for drainage prevention seal and all other features including Swing joints and all assessories complete in all respect as directed by Engineer-in-charge . |
| 307 | Supply, Installation, testing & commissioning of Vertical in line pumping setcomplete. The rate shall include the cost of electrical panel and piping work complete |
| 308 | Domestic Water Supply pumps : |
| 309 | Capacity/Flow Rate - 12.5 m3/hr |
| 310 | Head- 45 m |
| 311 | Location-1 set in UGT (1 set = 2nos(1W+1S)) |
| 312 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. |
| 313 | Supply, fixing, testing and commissioning of Level Float Switch, for dry run protection of pump as per specifications:- |
| 314 | Lehry Make Level Float Switch |
| 315 | 1) Body: Polypropylene, Highly Durable, Water Proof |
| 316 | 2) Rating : IP68 |
| 317 | 3) Temperature : 0-50DegC |
| 318 | 4) Cable : PVC |
| 319 | Size 5 Mtr, Item Code (LIV-LFV-RED- MTR)(location : UG TANK) |
| 320 | Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : |
| 321 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 322 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : |
| 323 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 324 | External Rain Water Harvesting |
| 325 | RAIN WATER HARVESTING |
| 326 | RECHARGE PITS |
| 327 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 328 | In all kind of soil upto 1.5m depth |
| 329 | In all kind of soil upto 1.5m to 3.0m. depth |
| 330 | In all kind of soil upto 3.0m to 4.5m. depth |
| 331 | In all kind of soil upto 4.5 m to 6.0m. depth |
| 332 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 333 | Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 334 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 335 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 336 | 12mm cement plaster on rough side of single or half brick wall mix |
| 337 | 1:3 (1 cement : 3 Coarse sand) |
| 338 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 339 | With 20x20mm square bar |
| 340 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 341 | M.D. -10- Circular shape 500mm internal diameter |
| 342 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. |
| 343 | Drilling of 300mm dia bore hole manually. |
| 344 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 345 | 150 mm nominal size dia |
| 346 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 347 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 348 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. |
| 349 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 350 | DESILTING CHAMBER |
| 351 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 352 | In all kind of soil upto 1.5m depth |
| 353 | In all kind of soil upto 1.5m to 3.0m. depth |
| 354 | Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 355 | Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 356 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 357 | Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 358 | 12mm cement plaster on rough side of single or half brick wall mix |
| 359 | 1:3 (1 cement : 3 Coarse sand) |
| 360 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: |
| 361 | With 20x20mm square bar |
| 362 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 363 | M.D. -10- Circular shape 500mm internal diameter |
| 364 | DRAINAGE NETWORK |
| 365 | Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. |
| 366 | up to 1.50 m depth |
| 367 | Pipes 80 mm to 300 mmdiameter |
| 368 | Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. |
| 369 | 150 mm.dia. RCCPipes |
| 370 | 250 mm.dia. RCCPipes |
| 371 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design |
| 372 | 150 mm. dia. |
| 373 | 250 mm. dia. |
| 374 | NON D.S.R. ITEMS |
| 375 | a) Inside size 60x60 cm & 90 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg. |
| 376 | Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset |
| 377 | Product Type: SUBMERSIBLE DRAINAGE PUMP Product Configuration Pump Classification: Standard Pump Component Materials Volute Material: Cast Iron FG 260 Impeller Material: Cast Iron FG 260 Shaft Material: S.S AISI 410 Seal Material: Carbon/Ceramic/NBR/S.S 304 Motor Specifications Phase: 3 Voltage: 380-415V Cable Length: Standard - 5 metres Cable Length: Additional - 0 metres: 0 Pipework Connection Float Switch: With Float Switch Solids Diameter Limit Maximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9m Each Pump Set Detail = 1W+1S ( 1No. for UGT) |
| 378 | Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: |
| 379 | Drain 300 wide average.Depth 45 cm with R.C.C. slab |
| 380 | Drain 450 wide average.Depth 45 cm with R.C.C. slab |
| 381 | SEPTIC TANK & SOAK PIT |
| 382 | Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M |
| 383 | Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. |
| 384 | In all kind of soil upto 1.5m depth |
| 385 | In all kind of soil upto 1.5m to 3.0m. depth |
| 386 | In all kind of soil upto 3.0m to 4.5m. depth |
| 387 | Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) |
| 388 | Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) |
| 389 | Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. |
| 390 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 391 | 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) |
| 392 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 393 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 394 | Providing & fixing 75mm dia vent pipes. |
| 395 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 396 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 397 | M.D. -10- Circular shape 500mm internal diameter |
| 398 | M.D. -2.5- Circular shape 450mm internal diameter |
| 399 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
| 400 | With F.P.S. bricks |
| 401 | CONSTRUCTIONOFTUBEWELL |
| 402 | NON-SCHEDULED ITEMS (AS PER MARKET RATES) |
| 403 | Drilling of 200 mm dia bore hole. |
| 404 | Supply of 125 mm dia MSpipe as per IS1239 |
| 405 | Supply of 125 mm dia slotted MSpipe |
| 406 | Supply and fixing of nylon jali around the slotted pipes |
| 407 | complete as required. |
| 408 | Providing and packing of coarse sand / pea gravel around the pipe (7.44 Cum) |
| 409 | Transport of boring tools other required equipements and |
| 410 | installation at site. |
| 411 | Supply of submersible pump of make KSB (Cora) for 200 lit/min |
| 412 | discharge at 50 meter head with control panel, support wire etc |
| 413 | complete. |
| 414 | Providing/inst. Of copper multistand PVC insulated FR cable suitable for submersible pump. (from Starter panel to submersible pump) |
| 415 | 3 core copper cable |
| 416 | Providing and fixing 65 mm dia. G.I. pipe complete with |
| 417 | fittings and clamps including cutting and making good the |
| 418 | wall etc. (from submersible pump to ground level) |
| 419 | Providing and fixing 65 mm dia. brass gate valve with CI |
| 420 | Lowering of 125 mm dia MS pipe in bore hole |
| 421 | including cutting,jointing etc complete. |
| 422 | Supply and fixing of tube well accessories i.e. well cap, |
| 423 | clips, clamps, etc. to complete the job in all respect. |
| 424 | Fixing, testing and commissioning for erection and lowering of |
| 425 | submersible pump, 65 mm dia GI column pipe, 3 core |
| 426 | submersible copper cable upto the control panel, supporting |
| 427 | clamps, cable clips, pressure gauge, connection line and all |
| 428 | other accessories required for the proper completion of the |
| 429 | work. |
| 430 | Testing and development of tube well. |
| 431 | jogging track |
| 432 | Excavation in foundation in ordinary soil (loamclay or sand) including lift upto 1.5m. & lead upto 30m Including filling, watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches.( Excluding Royalty) |
| 433 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 434 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 435 | Providing and laying in position cement concrete of specified including the cost of centering and shuttering All work up level 1:4:8 and 20 mm nominal size derived from natural sources. |
| 436 | M-150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth Including & supply of all materials, labour, and T&P etc, required for proper completion of the work. |
| 437 | Filling available excavated earth in trnaches, plinth sides of options etc. in laters not exceeding 20cm in depth, foundatin each deposited layer by ramming and watering, up to 50 mtr and lift up to 1.5 mtr |
| 438 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 439 | Concrete of M25 grade with minimum cement content of 330 kg /cum (For R.C.C. Column) (As per design mix concrete M-25 cement concrete @ 330.00kg/cum.) (As per design mix enclosed) variation in cement consumptionshould be taken into consideration while payment) |
| 440 | Mild steel or iron in plan work such as reingorced concrete or reinforced brick work (when not included in overall rates) wrough required shape as necessary including bending for proper completion of the work and including supply of steel its wastage and hooks and authorized overlapping shall be measured up to plinth or two level for 8 mm bar thermo-mechanically treated bars of blade fe-5000 or more |
| 441 | Wooden centering and shuttering inlcuidng strutting, propping etc and removal of form from foundations, footings, bases of column etc for mass concrete |
| 442 | EPDM Jogging Track are size 15mm (9mm sbr + 6mm EPDM) rubber/buffing base layer are made with tyre recycled trumb which is mixed with polyrethane binder used 15% in base. |
| 443 | multi sports court civil work |
| 444 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 445 | Carted Earth filling. |
| 446 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, excluding cost of form- work,in foundation and floors. |
| 447 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 448 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer"s standard dilution) |
| 449 | Antitermite |
| 450 | R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. |
| 451 | R.C.C. Work in Plinth band in 1:1.5:3 |
| 452 | Same as item above but for Lighter Beam 1:1.5:3 |
| 453 | Same as item above but for Footing 1:1.5:3 |
| 454 | Same as item above but for column 1:1.5:3 |
| 455 | Same as item above but for Slab 1:1.5:3 |
| 456 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 457 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 1.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 458 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 459 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 460 | Brick Workin super-structure in 1:6 cement and coarse sand above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. |
| 461 | Same as in item no. 15 but in1:3 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. |
| 462 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 463 | Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5"x 4"x3"having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall |
| 464 | Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 465 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 466 | 12 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 467 | 12 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 468 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm(For Internal wall surface) |
| 469 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 470 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 471 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. |
| 472 | (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Single leaf. |
| 473 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). |
| 474 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for propercompletion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. |
| 475 | Fabrication of holdfastfordoor chaukhats and windows. |
| 476 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 477 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings /wooden frames with rawl plugs screws etc. |
| 478 | Fixing of Door/window/ventilator. |
| 479 | Doors |
| 480 | Windows |
| 481 | Ventilators |
| 482 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (Steel painting) |
| 483 | Providing and fixing Stainless Steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required texture/ color or shade as per Achitect in charge with nuts and screws etc. complete :320x16 mm |
| 484 | Providing and fixing Stainless Steel tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required texture/ color or shade as per Achitect in chargewith necessary screws etc. complete : 250x10 mm |
| 485 | Providing and fixing Stainless Steel handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent orequired texture/ color or shade as per Achitect in charge necessary screws etc. complete : 150 mm |
| 486 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriatedimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension |
| 487 | Providing & fixing of float glass panes 5.00mm thick |
| 488 | laying of 25 mm thick Kota stone of size 45 X45 cm and above flooring over perviously prepared base with 2 cm thick1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all material T&P etc required for proper completion of the work. |
| 489 | laying of 25 mm thick Kota stone of size 45 X45 cm and above flooring over perviously prepared base with 2 cm thick1:3 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of E/I including cutting polishing with wax polish including supply of all material T&P etc required for proper completion of the work. |
| 490 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 600X600 |
| 491 | Steel work inbuilt uptubulartrusses includingcutting, hoisting, fixingin position andapplying a priming coat of approvedsteelprimer,elded and bolted including specialshappedwashersetc. complete: Hot finished seamless type tubes |
| 492 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete (Gutter (600 mm over all girth)) |
| 493 | Providig & fixing of 16mm thk poly corbonate panel including necessary fittings including alll T&P complete in direction of engineer in charge |
| 494 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 495 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. |
| 496 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm |
| 497 | outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles |
| 498 | Providing & laying "brick Coba" 120 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of |
| 499 | coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick |
| 500 | ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. |
| 501 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 502 | Supplying & Laying of Surface Pattern: Rain Drop flooring Width:1.8 M Length: 18/21 M Thickness: 7MM including all necessary T&P complete in direction of engineer in charge. |
| 503 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK |
| 504 | Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: |
| 505 | a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: |
| 506 | b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. |
| 507 | c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. |
| 508 | d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. |
| 509 | Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” |
| 510 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. |
| 511 | The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm |
| 512 | (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 513 | Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. |
| 514 | Providing, and fixing alumiinium perforated metal sheet with design and thickness as apporved from Arhcitec tincharge |
| 515 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). |
| 516 | Providing, fabricating and fixing/ erection of 6mm SS plate backlitted at desired location as per approved drawing of "Multipurpose Sports Center",having Helvetica Font with 72mm size Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge |
| 517 | Providing, fabricating and fixing/ erection of 6mm SS plate backlitted at desired location as per approved drawing of "Multipurpose Sports Center",having Helvetica Font with 60mm size in hindi Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge |
| 518 | Providing, supplying, designing, fabricating and fixing of signage and information board with Text and Illustrations as per approved location and drawings & design of Architect in charge |
| 519 | Providing and fixing 450X900 powder coated 10-12mm MS sheet and 25mm Corian Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 16 size Hindi: Krutidev Fontwith min. 16 size |
| 520 | Providing and fixing 300X300powder coated 10-12mm MS Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted as per the design approved from Architect in charge, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surfaceas per drawing and design approved from Architect in chargeEnglish: Helvetica Font with min. 16 sizeHindi: Krutidev Fontwith min. 16 size |
| 521 | Providing & fixing ofMS bench size 1500mm length and 450mm and height 600 mmincluding foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. |
| 522 | Peripheral Fencing Boundary Wall |
| 523 | Lighting & Internal Electrification |
| 524 | SUBHEAD I- WIRINGPOINTS |
| 525 | Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash |
| 526 | Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. |
| 527 | Wiring point for 5Amp plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. |
| 528 | Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. |
| 529 | Addition for light / fan points with modular type switchin place of piono type switch. |
| 530 | Addition for plugpointswith modular type switchin place of piono type switch. |
| 531 | Addition for Exhaust fanpointswith modular type switchin place of piono type switch. |
| 532 | Supply and fixing of power plug with 15A/250 V flush type switch and 5 Pin 15 A/250V flush type universal socket in suitable M.S. box of 175mmx100x50mm size with phenolic laminated bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. |
| 533 | Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. |
| 534 | Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. |
| 535 | Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 536 | Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 537 | Supply and wiring of submain 2 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 6 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 538 | Supply and wiring of submain 2 number 16 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 10 sqmm FRLSH PVC insulated multistranded copper conductorcable as earth contunity wire etc. complete in all respects. |
| 539 | Supply and wiring of 4 number 6 sq.mm. FRLSH PVC insulated 1100V grade multistrand single core copper conductor cable in 32 mm dia heavy duty (2mm thick) PVC conduit with 2 nos 4 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit etc. cable as earth contunity wire etc. complete in all respects. |
| 540 | Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. |
| 541 | Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit concealed in wall, with two number 10 sqmm single core Copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc., cable as earth contunity wire etc. complete in all respects. |
| 542 | Supply and wiring of 4 number 25 sq. mm. PVC insulated 1100V grade single core copper conductor cable in 50 mm dia PVC conduit concealed in wall, with two number 16sq mm single core copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc. cable as earth contunity wire etc. complete in all respects. |
| 543 | Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) |
| 544 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 545 | 5 x 4 sq. mm |
| 546 | Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. |
| 547 | Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. |
| 548 | Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. |
| 549 | Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system. |
| 550 | BEE 5 Star rated-1200mm sweep |
| 551 | Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. |
| 552 | Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. CAT-AAA |
| 553 | Supply and fixing of recess/surface mounting round 24 to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set complete in all respect. CAT- AAA |
| 554 | Supply and fixing of 1"X1" recess/surface mounting 18 Watt to 20 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects. CAT- AAA |
| 555 | Supply & fixing of recess/Surface mounting round 10 to 15 watt, cut out Min 125mm, Height Min 40mm, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respect.(CAT: AAA) |
| 556 | Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 2 x 22 watt suitable for up to 2 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) |
| 557 | Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) |
| 558 | Supply & fixing of recess/Surface mounting round 6 to 8 watt, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respect.(CAT: AAA) |
| 559 | Supply and fixing of single light wall bracket on matching M.D.F.E.G. Board base etc. complete in all respect. Cat AAA |
| 560 | Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect. Cat AAA |
| 561 | Supply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) |
| 562 | Supply and fixing ofbatten/angle holder complete all respect. |
| 563 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. CAT-AAA |
| 564 | NON SCH. |
| 565 | Supply and fixing of 17 watt LED Mirror Light and complete in all respect. |
| 566 | Supply and fixing of 12 watt LED bulb complete in all respect. |
| 567 | Supply and fixing of cove LED strip light 24 Watt for 5mtr. , suitable for 24Hr Continuous Operation, min. 480 system lumens per mtr. , PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. |
| 568 | SITC of 120 Watt IP66 LED Highbay having Pressure die Cast Housing with 100000 Burning Life at L70B50, having surge protection of 4 KV Surge Protection , THD<10%, 440V Operations for 8 Hrs.Over Voltage & Low Voltage Protection with auto recovery.IP67 Potted Driver . Wipro Cat. Code : LH21-152-090-57-X1 or Equivalent in Philips and Regent . |
| 569 | SUBHEAD III-DISTIBUTION BOARD |
| 570 | Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) |
| 571 | 8 Way SPN |
| 572 | 12 Way SPN |
| 573 | 4 Way TPN |
| 574 | 6 Way TPN |
| 575 | 8 Way TPN |
| 576 | 12 Way TPN |
| 577 | 4 Way VTPN |
| 578 | 6 Way VTPN |
| 579 | 8 Way VTPN |
| 580 | Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) |
| 581 | Supply fixing and making connection of following MCBS complete in all respects as per direction and satisfaction of engineer-in-charge.(CAT: A) |
| 582 | 6 Amp. to 32 Amp. 4P MCB (10 KA) C Curve(CAT: A) |
| 583 | 40 Amp. SP MCB(CAT: A) |
| 584 | 63 Amp. SP MCB(CAT: A) |
| 585 | 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve(CAT: A) |
| 586 | 40 Amp. DP MCB(CAT: A) |
| 587 | 63 Amp. DP MCB(CAT: A) |
| 588 | 40 Amp. TP MCB(CAT: A) |
| 589 | 63 Amp. TP MCB(CAT: A) |
| 590 | 40 Amp. FP MCB(CAT: A) |
| 591 | 63 Amp. FP MCB(CAT: A) |
| 592 | S&F of 100 Amp 4 pole MCCB (25 KA) Thermal Magnetic release (CAT A) |
| 593 | S&F of 125 Amp 4 pole MCCB (25 KA) Thermal Magnetic release (CAT A) |
| 594 | S&F of 160 Amp 4 pole MCCB (25 KA) Thermal Magnetic release (CAT A) |
| 595 | S & F sheet steel enclosure for S.P/ D.P. MCB with neutral link and earth terminal. (CAT: A) |
| 596 | S & F sheet steel enclosure for T.P/ 4P MCB(CAT: A) |
| 597 | S&F and making connection of 25A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. |
| 598 | S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. |
| 599 | S&F and making connection of 63A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. |
| 600 | Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) |
| 601 | Non-Sch. |
| 602 | Supply fixing and making connection of following MCCBS complete in all respects as per direction and satisfaction of engineer-in-charge. |
| 603 | 63 Amp. FP MCCB (25 KA) Thermal Magnetic release |
| 604 | 40 Amp. FP MCCB (25 KA) Thermal Magnetic release |
| 605 | S&F of 100 Amp 4 pole MCB (10 KA) |
| 606 | SUBHEAD IV-CABLES |
| 607 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc |
| 608 | 400 sq. mm 3.5 core |
| 609 | 300 sq. mm 3.5 core |
| 610 | 240 sqmm3.5 core |
| 611 | 185 sqmm3.5 core |
| 612 | 150 sqmm3.5 core |
| 613 | 120 sqmm3.5 core |
| 614 | 95 sqmm3.5 core |
| 615 | 70 sqmm3.5 core |
| 616 | 50 sqmm3.5 core |
| 617 | 35 sqmm3.5 core |
| 618 | 25 sqmm3.5 core |
| 619 | 16 sqmm4 core |
| 620 | 10 sqmm4 core |
| 621 | 6 sqmm4 core |
| 622 | 10 sqmm2 core |
| 623 | 6 sqmm2 core |
| 624 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of EngineerIncharge |
| 625 | 400 sqmm3.5 core |
| 626 | 300 sqmm3.5 core |
| 627 | 240 sqmm3.5 core |
| 628 | 185 sqmm3.5 core |
| 629 | 150 sqmm3.5 core |
| 630 | 120 sqmm3.5 core |
| 631 | 95 sqmm3.5 core |
| 632 | 70 sqmm3.5 core |
| 633 | 50 sqmm3.5 core |
| 634 | 35 sqmm3.5 core |
| 635 | 25 sqmm3.5 core |
| 636 | 16 sqmm4 core |
| 637 | 10 sqmm4 core |
| 638 | 6 sqmm4 core |
| 639 | 10 sqmm2 core |
| 640 | 6 sqmm2 core |
| 641 | Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. |
| 642 | 400 sqmm |
| 643 | 300 sqmm |
| 644 | 240 sqmm |
| 645 | 185 sqmm |
| 646 | 150 sqmm |
| 647 | 120 sqmm |
| 648 | 95 sqmm |
| 649 | 70 sqmm |
| 650 | 50 sqmm |
| 651 | 35 sqmm |
| 652 | 25 sqmm |
| 653 | 16 sqmm |
| 654 | 10 sqmm |
| 655 | 6 sqmm |
| 656 | SUBHEAD V-EARTHING |
| 657 | UPPWD-2018 |
| 658 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8 SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. |
| 659 | Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in |
| 660 | all respects. |
| 661 | Supply and burying of 600mm X 600mm X 3 mm copper Plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I pipe and funnel for watering and one earthing lead ofone no. 8SWG copper wire in 15 mm dia G.I pipe up to switch board ( from appron to switch board the cost of G.I pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housingalternate layers of charcoal / coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. |
| 662 | Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 663 | Supply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects.. |
| 664 | Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. |
| 665 | Supply & fixing of two number 8 SWG G.I. wire in 15mm dia GI pipe for earthing purpose as required complete in all respects. |
| 666 | SUBHEAD VI-MAINL. T. PANELS |
| 667 | NON SCH. |
| 668 | L.T. PANEL |
| 669 | Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB"s to be used. |
| 670 | All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. |
| 671 | The minimum clearances between bus bars shall be as follows : |
| 672 | Phase to phase - minimum 20mm |
| 673 | Phase to neutral-minimum 15mm |
| 674 | BUILDING PANEL-MULTIPURPOSE HALL |
| 675 | Incoming : |
| 676 | One (1) No 160 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity |
| 677 | Metering : |
| 678 | One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. |
| 679 | One (1) No. (0-160A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. |
| 680 | One (1) Set of Phase Indication Lamp. |
| 681 | Bus Bar : |
| 682 | One (1) No. 200 Amp. FP aluminimum bus bar of suitable length. |
| 683 | Outgoing : |
| 684 | Phase indication lamps on each outgoing to be provided. |
| 685 | 100 Amps FP MCCB of 25KA - 2 No |
| 686 | 40 Amps FP MCB of 10KA - 4 No |
| 687 | SPARE & SPACE |
| 688 | Panel described as above |
| 689 | BUILDING EMERGENCY PANEL-MULTIPURPOSE HALL |
| 690 | Incoming : |
| 691 | One (1) No 100 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity |
| 692 | One (1) No 100 Amp. 4P ATS |
| 693 | Metering : |
| 694 | One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch. |
| 695 | One (1) No. (0-100A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc. |
| 696 | One (1) Set of Phase Indication Lamp. |
| 697 | Bus Bar : |
| 698 | One (1) No. 125 Amp. FP aluminimum bus bar of suitable length. |
| 699 | Outgoing : |
| 700 | Phase indication lamps on each outgoing to be provided. |
| 701 | 63 Amps FP MCB of 10KA - 2 No |
| 702 | 40 Amps FP MCB of 10KA - 4 No |
| 703 | SPARE & SPACE |
| 704 | Panel described as above |
| 705 | SUBHEAD VI-TELEPHONE SYSTEM |
| 706 | S/F MODULAR BOXES, BASE & COVER PLATE :- |
| 707 | Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. |
| 708 | 1 or 2 Module (75mm X 75 mm) |
| 709 | S/F MODULAR TYPE SWITCH / SOCKET :- |
| 710 | Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. |
| 711 | Telephone socket outlet |
| 712 | TV Antenna socket outlet |
| 713 | Bell Push |
| 714 | Supplying and fixing call bell/ buzzer suitable single phase, 230 V etc as required. |
| 715 | Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. |
| 716 | 2 Pair |
| 717 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/recessed steel/PVC conduit as required. |
| 718 | Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required |
| 719 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. |
| 720 | 1 run of cable |
| 721 | Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. |
| 722 | RJ-45 Jack With Cat 6 -2M |
| 723 | Supplying telephone wire following pair 0.6 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. |
| 724 | 5 Pair |
| 725 | 10 Pair |
| 726 | 20 Pair |
| 727 | 50 Pair |
| 728 | S/f of 10 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same |
| 729 | S/f of 20 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same |
| 730 | S/f of 50 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same |
| 731 | TOTAL OF SUB-HEAD VI (NON. SCH.) |
| 732 | SUBHEAD VII-CABLES TRAY & RACEWAY |
| 733 | DSR-2022 |
| 734 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 735 | 100 mm wide x 50 mm depth x 1.6 mm thickness. |
| 736 | 150 mm wide x 50 mm depth x 1.6 mm thickness. |
| 737 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 738 | 100 mm wide x 50 mm depth x 1.6 mm thickness. |
| 739 | 150 mm wide x 50 mm depth x 1.6 mm thickness. |
| 740 | Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 741 | 100 mm wide x 50 mm depth x 1.6 mm thickness. |
| 742 | 150 mm wide x 50 mm depth x 1.6 mm thickness. |
| 743 | Supply & fixing of following size (GI RACEWAY) race ways for electrical & LV wiring including neoprene gasket in joints, cutting the floor & jaming the race way / hanging in ceiling, supporting arrangement as approved by consultant / architect with all necssary hard ware (including civil work) as per site requirement. The thickness of raceway & cover shall be as per technical specification. |
| 744 | 100 mm x 40 mm x 1.6mm |
| 745 | 150 mm x 40 mm x 1.6mm |
| 746 | 200 mm x 40 mm x 1.6mm |
| 747 | 300 mm x 40 mm x 1.6mm |
| 748 | Supply & fixing of following size of Raceway Junction Box made out of GI for electrical, Height adjustable & LV wiring including, cutting the floor & jaming the junction box / hanging in ceiling, supporting arrangement as approved by consultant / architect with all necssary hard ware (including civil work).(Junction box to be provided as per drawing/ as per site requirement & as per specification). The thickness of junction box shall be a as per thechnical specification. |
| 749 | 100 mm x 100 mm x 50mm |
| 750 | 150 mm x 150 mm x 50mm |
| 751 | 200 mm x 200 mm x 50mm |
| 752 | 300 mm x 300 mm x 50mm |
| 753 | TOTAL OF SUB-HEAD VIII (NON. SCH.) |
| 754 | SUBHEAD VIII-MISCELLANEOUS |
| 755 | Providing, Laying and Fixing following Dia RCC Pipe NP 2 Class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 ( 1 Cement : 2 fine sand)including trenching ( 75 cm) deep and refilling etc. as required. |
| 756 | 150mm dia |
| 757 | Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. |
| 758 | 150mm |
| 759 | Supply of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 760 | 300mm sweep. |
| 761 | Supply of AC 230/250 Volts, 50 Hz Wall fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required |
| 762 | 300mm sweep. |
| 763 | Supply of Single Phase Automatic Changeover with Current Limiter including connections etc. complete as required |
| 764 | 30A/5A |
| 765 | Making of following size of Cable Chamber made of 230 mm thick brick work in cement mortar (1 cement : 6 sand) with PCC 100 mm thick PCC base plastering of inner and outer surface with cement mortar including providing of Heavy Duty C.I Cover complete with digging, refilling and removal of surplus soil complete as required. |
| 766 | 900 mm x 900 mmx 1000 mm deep |
| 767 | SUB HEAD-I-SANITARY INSTALLATIONS |
| 768 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: |
| 769 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 770 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 771 | W.C. pan with ISI marked white solid plastic seat and lid |
| 772 | Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. |
| 773 | Providing & fixing toilet paper holder |
| 774 | C.P. brass |
| 775 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 776 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: |
| 777 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 778 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- |
| 779 | (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 780 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 781 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 782 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 783 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 784 | Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern, jet & kitchen sink) |
| 785 | 15 mm nominal bore |
| 786 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 787 | 45 cm length |
| 788 | 15 mm nominal bore |
| 789 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : |
| 790 | 100 mm diameter |
| 791 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. |
| 792 | 15 mm nominal dia |
| 793 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. |
| 794 | 15 mm nominal bore |
| 795 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 796 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. |
| 797 | Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever required |
| 798 | Kitchen sink with drain board |
| 799 | 510x1040 mm bowl depth 200 mm |
| 800 | Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete |
| 801 | Flexible Pipe |
| 802 | 32mm Dia |
| 803 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 804 | 15mm nominal bore |
| 805 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 806 | 15mm nominal bore |
| 807 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 808 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. |
| 809 | White Agaria Marble Stone |
| 810 | Granite Stone of approved shade |
| 811 | Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. |
| 812 | Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. |
| 813 | Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. |
| 814 | Capacity 25 Liters |
| 815 | SUB HEAD-II-WATER SUPPLY |
| 816 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. |
| 817 | Concealed work, including cutting chases and making good the walls etc. |
| 818 | For Internal Toilet |
| 819 | 15 mm nominal outer dia Pipes |
| 820 | 20 mm nominal outer dia Pipes |
| 821 | 25 mm nominal outer dia Pipes |
| 822 | 32 mm nominal outer dia Pipes |
| 823 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. |
| 824 | Internal work - Exposed on wall |
| 825 | 20 mm nominal bore |
| 826 | 25 mm nominal bore |
| 827 | 32 mm nominal bore |
| 828 | 40 mm nominal bore |
| 829 | 50 mm nominal bore |
| 830 | Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall |
| 831 | Terrace loop & Tank Filling Pipe |
| 832 | 20 mm nominal bore |
| 833 | 25 mm nominal bore |
| 834 | 32 mm nominal bore |
| 835 | 40 mm nominal bore |
| 836 | 50 mm nominal bore |
| 837 | 65 mm nominal bore (i/c two coat of synthetic enamel paint) |
| 838 | 80 mm nominal bore (i/c two coat of synthetic enamel paint) |
| 839 | Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- |
| 840 | Lehry Make Automatic OHT Level Control System Consist of Following Items |
| 841 | 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. |
| 842 | 40mm |
| 843 | 50mm |
| 844 | 65mm |
| 845 | 80mm |
| 846 | Providing , checking, storing, fixing in positionof approvedqualityScrewed ends Brass float valvewith brassballfloatandPTFE seat suitable forBody test pressure of 15Kg/sqcm of the following sizes: |
| 847 | 20mm |
| 848 | 25mm |
| 849 | 32mm |
| 850 | 40mm |
| 851 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : |
| 852 | 20mm diameter pipe |
| 853 | 25mm diameter pipe |
| 854 | 32mm diameter pipe |
| 855 | 40mm diameter pipe |
| 856 | 50mm diameter pipe |
| 857 | Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. |
| 858 | 15mm dia (9 mm thickness) |
| 859 | 20mm dia (9 mm thickness) |
| 860 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 861 | 25 to 40 mm nominal bore |
| 862 | 50 to 80 mm nominal bore |
| 863 | Providing and fixing brass stop cock of approved quality : |
| 864 | For Internal Toilet |
| 865 | 15 mm nominal bore |
| 866 | 20 mm nominal bore |
| 867 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 868 | For vertical pipe connection with terrace ringmain |
| 869 | 20 mm nominal bore |
| 870 | 25mm nominal bore |
| 871 | 32mm nominal bore |
| 872 | 40mm nominal bore |
| 873 | 50mm nominal bore |
| 874 | 65mm nominal bore |
| 875 | 80mm nominal bore |
| 876 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 877 | Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. |
| 878 | 25mm dia. |
| 879 | 32mm dia. |
| 880 | 40mm dia. |
| 881 | 50mm dia. |
| 882 | 65mm dia. |
| 883 | 80mm dia. |
| 884 | 100mm dia. |
| 885 | 150mm dia. |
| 886 | 200mm dia. |
| 887 | 250mm dia. |
| 888 | SUB HEAD : III - ROOFING |
| 889 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 890 | 110 mm dia (for rain water) |
| 891 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. |
| 892 | Single Push Fit Coupler |
| 893 | 110 mm dia |
| 894 | Single tee with door |
| 895 | 110x110x110 mm |
| 896 | Plain bend 87.5 deg |
| 897 | 110 mm dia |
| 898 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 899 | 110 mm dia |
| 900 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 901 | 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 902 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 903 | SUB HEAD : IV - INTERNAL DRAINAGE |
| 904 | Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. |
| 905 | Internal Toilet (Soil & Waste Pipe) |
| 906 | 75 mm |
| 907 | 110 mm |
| 908 | Exposed on Wall (Soil & Waste Pipe) |
| 909 | 110 mm |
| 910 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. |
| 911 | Bend without door (87.5°) |
| 912 | 110mm bend |
| 913 | Bend without door (45°) |
| 914 | 100mm |
| 915 | 75mm |
| 916 | Y" Fitting without door |
| 917 | 100mm |
| 918 | 75mm |
| 919 | Reduced "Y" Fitting without door |
| 920 | 100mm x 75mm |
| 921 | Single Tee without door |
| 922 | 110mm |
| 923 | 75 mm |
| 924 | Single Tee with door |
| 925 | 110mm |
| 926 | 75 mm |
| 927 | Reduced Tee with door |
| 928 | 110mm x 75mm |
| 929 | Coupler |
| 930 | 110mm |
| 931 | Clean Out Plug (COP) |
| 932 | 110mm |
| 933 | 75 mm |
| 934 | Vent Cowl |
| 935 | 110mm |
| 936 | 75 mm |
| 937 | Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. |
| 938 | For Wash basin & Urinal |
| 939 | 50mm dia. Pipe |
| 940 | 32mm dia. Pipe (for wash basin & sunken toilet spout) |
| 941 | Elbow (90°) |
| 942 | 50mm |
| 943 | 32mm (for wash basin & sunken toilet spout) |
| 944 | Elbow (45°) |
| 945 | 50mm |
| 946 | 32mm(for wash basin & sunken toilet spout) |
| 947 | T fitting |
| 948 | 50mm |
| 949 | 32mm (for wash basin & sunken toilet spout) |
| 950 | Coupler |
| 951 | 50mm |
| 952 | 32mm (for wash basin & sunken toilet spout) |
| 953 | Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. |
| 954 | 110mm x 75mm x 50mm/40mm (Toilet) |
| 955 | Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. |
| 956 | 110mm x 75mm (Toilet) |
| 957 | 110mm x 75mm (Kitchen) |
| 958 | Providing and fixing PTMT grating of approved quality and colour. |
| 959 | Rectangular type with openable circular lid |
| 960 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) |
| 961 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 962 | 150 x 100mm size P-type |
| 963 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 964 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: |
| 965 | 100 mm diameter |
| 966 | Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. |
| 967 | All kind of soil |
| 968 | Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. |
| 969 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: |
| 970 | 100mm dia SWpipe |
| 971 | Pavilion |
| 972 | Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 973 | Carted Earth filling. |
| 974 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, excluding cost of form- work,in foundation and floors. |
| 975 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 976 | R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. including cost of binding wire. The rate excludes making of drip course which shall be paid extra. |
| 977 | R.C.C. Work in Plinth band in 1:1.5:3 |
| 978 | Same as item above but for Slab 1:1.5:3 |
| 979 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 980 | M-150 brick work in 1:6 (one cement and six coarse sand sand of 1.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 981 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 982 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 983 | Brick Workin super-structure in 1:6 cement and coarse sand above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. |
| 984 | Same as in item no. 15 but in1:3 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. |
| 985 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 986 | Providing machine made Wire Cut Bricks where edges are sharp and borders are straight and Size of8.5"x 4"x3"having Smooth surface finish with Compression Strength should be less than 105 kg/sq cm and Water absorption should not exceed 20%. Thickness of 230mm wall |
| 987 | Supply and Laying a water soluble penetrative solution for waterproofing of masonry building material & Nano technology based as it provides molecular level hydrophobicity to inorganic substrate .The product is based on organosilicon chemistry, hence reacts with the inorganic substrate surface, seals the surface uto a depth of 2-3 mm and provides long service life where Nano size allows penetration deep into substrate that provides 20+ years water repellency.(Zycosil/Pratt & Lamber or Equivalent) including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 988 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 989 | 12 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 990 | 12 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 991 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm(For Internal wall surface) |
| 992 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 993 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 994 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings /wooden frames with rawl plugs screws etc. |
| 995 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (Steel painting) |
| 996 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 997 | Steel work inbuilt uptubulartrusses includingcutting, hoisting, fixingin position andapplying a priming coat of approvedsteelprimer,elded and bolted including specialshappedwashersetc. complete: Hot finished seamless type tubes |
| 998 | Providing & fixingof Gutter width 60 cm& 60 cm deep overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m² |
| 999 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 1000 | Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. |
| 1001 | GST Extra As per applicable |
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